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In this study, the mechanical and creep characteristics of concrete integrating the plastic-processed aggregates (PPAs) were evaluated. A constant water-to-cement ratio was used with PPAs that were incorporated at 25, 50, 75 and 100% to formulate the concrete mixes. The mixing of PPAs in concrete has resulted in a decrease in mainstream mechanical properties, including dry density, compressive strength, splitting tensile strength, flexural strength, and modulus of elasticity by 18.6, 27.8, 37.2, 26.4, and 63.6%, respectively, at 100% aggregate replacement. The instantaneous creep strain, ultimate shrinkage strain, and ultimate creep strain of the PPA concrete mixes were significantly higher than that of the reference concrete especially at total replacement of PPA in the concrete mix. The increase in instantaneous creep strain, ultimate shrinkage strain, and ultimate creep strain at 100% replacement was found to be 100, 119, and 69%, respectively. The increase in creep strains of the PPA concrete mixes can be attributed to the reduction in the mechanical properties of subsequent concrete. Even with the reduction in the mechanical and creep properties of PPA concrete, the use of plasticbased aggregates in non-structural concrete applications is encouraged.
Wydawca
Czasopismo
Rocznik
Tom
Strony
51--66
Opis fizyczny
Bibliogr. 46 poz., rys., tab.
Twórcy
autor
- Department of Civil Engineering, College of Engineering, King Saud University, P. O. Box 800, Riyadh, 11421, Saudi Arabia
autor
- Cathodic Protection Services, Saith Limited, ICM House, Yeoman Road, Ringwood, Hampshire, BH24 3FA, United Kingdom
Bibliografia
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- [33] ASTM C496/C496M-11, Standard test method for splitting tensile strength of cylindrical concrete specimens, ASTM International, West Conshohocken, PA, USA, 2011
- [34] ASTM C469/C469M-14, Standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression. ASTM International, West Conshohocken, PA, USA, 2014
- [35] ASTM C944/C944M-12, Standard test method for abrasion resistance of concrete or mortar surfaces by the rotating-cutter method. ASTM International, West Conshohocken, PA, USA, 2012
- [36] ASTM C512/C512M-15, Standard test method for creep of concrete in compression, ASTM International, West Conshohocken, PA, USA, 2015
- [37] ASTM C33/C33M-16, Standard specification for concrete aggregates, ASTM International, West Conshohocken, PA, USA, 2016
- [38] Sabaa, B., Ravindrarajah, R.S., Engineering properties of lightweight concrete containing crushed expanded polystyrene waste, Proceedings of the Symposium MM: Advances in Materials for Cementitious Composites, 1997, pp. 1–3
- [39] AASHTO, AASHTO LRFD bridge design specifications, American Association of State Highway and Transportation Officials, Washington, DC, 2007
- [40] ACI 209.2R-08, Guide for modeling and calculating shrinkage and creep in hardened concrete. American Concrete Institute, Farmington Hills, MI, 2008
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- [45] Wu, F., Liu, C., Sun, W., Ma, Y., Zhang, L., Effect of peach shell as lightweight aggregate on mechanics and creep properties of concrete, Eur. J. Environ. Civ. Eng., 2020, 24: 2534–2552
- [46] Jansen, D.C., Kiggins, M.L., Swan, C.W., Malloy, R.A., Kashi, M.G., Chan, R.A., et al., Lightweight fly ashplastic aggregates in concrete, Transp. Res. Rec., 2001, 1775(1): 44–52
- [47] Al-Manaseer, A.A., Dalal, T.R., Concrete containing plastic aggregates. Concr. Int., 1997, 19(8): 47–52
- [48] Lima, P.R., Leite, M.B., Santiago, E.Q., Recycled lightweight concrete made from footwear industry waste and CDW, Waste Manag., 2010, 30(6): 1107–1113
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e86f3c16-2a4c-47c7-a925-a9ab37ee3cf9
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